نتایج جستجو برای: building moment frame

تعداد نتایج: 370482  

2014
Susanta Banerjee Sanjaya Kumar Patro

Abstract—Buildings with floating column are highly undesirable built in seismically active areas. Many urban multi-storey buildings today have floating column buildings which are adopted to accommodate parking at ground floor or reception lobbies in the first storey. The earthquake forces developed at different floor levels in a building need to be brought down along the height to the ground by...

ژورنال: سلامت کار ایران 2015

Background and aims:  From the 70s onwards, safety engineering made significant progress in developing techniques and regulations relating to the fire. The first, this methods was considered after happening accidents to prevent similar accidents. But with the advancement of technology, the prediction and prevention of fire in complex industries such as power plant finds Important. This study is...

2017
Panon Latcharote Anawat Suppasri Akane Yamashita Bruno Adriano Shunichi Koshimura Yoshiro Kai Fumihiko Imamura

Six buildings were overturned in the town of Onagawa during the 2011 Great East Japan tsunami. This study investigates the possible failure mechanisms of building overturning during tsunami flow. The tsunami inundation depth and flow velocity at each overturned building were recalculated by using a tsunami numerical simulation and verified using a recorded video. The overturning moment is a res...

Journal: :فیزیک زمین و فضا 0
عزیزالله آزادمنش مؤسسه ژئوفیزیک دانشگاه تهران- دانشجوی کارشناسی ارشد محمدرضا قیطانچی مؤسسه ژئوفیزیک دانشگاه تهران- استاد

on 26 december 2003 at 05:26lt (01:26gmt), a catastrophic earthquake mw 6.6, seismic moment (6 – 9 ×10 nm) struck the city of bam in the kerman province of southeast iran. the intense shaking in the city caused the complete collapse of nearly every building in the central parts of the city including many of the newer buildings, killing about 40000 people officially. the city lies to the east of...

Hosein Parastesh, Murat Saatcioglu

Masonry infill walls are often used as non-structural elements. According to the past structural failure, ignorance of interaction between infill walls and enclosed frame may lead to the different seismic response for non-ductile building frames. The main contribution of this paper is to analytically investigate the behavior of reinforced concrete with masonry infill panels as participating str...

Journal: :Engineering Structures 2021

Continued loss of property and lives in tornadoes including the 23-person death toll resulting from Lee County AL tornado on March 3rd 2019 reflects ever-present vulnerability community to tornadoes, necessitates improvement building standards for more accurately predicting such extreme loads. This article investigates effects three roof geometries: flat, gable, hip, maximum overall local wind-...

Journal: :Journal of Structural Engineering-asce 2023

This paper presents the seismic performance of moment-resisting timber frame (MRTF). In Japanese urban areas, there are many small houses, and it is difficult to design a wooden building ensure both comfortable plan that effectively makes use constrained sites, also lacks flexibility in design. Therefore, expectations rising for high MRTF using residential members. this study, clarify dynamic b...

Journal: :International Journal of Concrete Structures and Materials 2021

Abstract The development of fragility functions that express the probability collapse a building as function some ground motion intensity measure is an effective tool to assess seismic vulnerability structures. However, number factors ranging from selection modeling decisions can influence quantification probability. A methodical investigation was carried out examine effects component and in es...

Although several studies have investigated the effect of degradation on the behavior of structures, investigations on collapse margin ratios are rare in the literature. In this study, the effect of strength and stiffness degradation on collapse capacity of steel moment frames is investigated. The aim is to determine margin of safety against collapse using a probabilistic approach. For this reas...

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